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Home My WebLink About11-042 �101 OFF-SITE STREET IMPROVEMENT PLANS LEGEND OF ABBREVIATIONS AND SYMBOLS FOR T.C. TR OF CURB H HEIGHT DWY. DRIVEWAY EXIST CONTOUR S U M M E R LYADE G.B. GRADE BREAAKK PHASE 1 F.L.F.L E N.T.S. NOT TO SCALE APO--- PROP.CONTOUR R.G. ROUGH RARE C.B. CATCH BASIN — — — RIGHT OF WAY LAKESNORE SOH ROPD TRACT NO. 31920-1 F.S. FINISH SURFACE A.C. ASPHALTIC CONCRETE u SHEET FLOW RATE QRIIE INV. INVERT OF PIPE A.B. AGGREGATE BASE — — GRADED SCALE V.C. VERTICAL CURVE C.F. CURB FACE CENTERLINE CITY OF LAKE ELSINORE - - SWALE HIGH POINT ' 0p0�( B.V.C. BEGIN VERTICAL CURVE CSP CORRUGATED STEEL PIPE FLOWUNE MALAQq O COUNTY OF RIVERSIDE B.C. END VERTICAL CURVE CRC. CONCRETE c B.C. BEGIN CURVE C.Y. CUBIC YARDS A FIRE HYDRANT0— STREET LIGHT STATE OF CALIFORNIA EC. END CURVE ELEV./EL. ELEVATION o WATER METER E.G. EXISTING GROUND MIN. MINIMUM ,>y P.CC POINT OF COMPOUND CURVE CATCH BASIN&LOCAL.DEPRESSION MAXIMUM P.R.C. POINT OF REVERSE CURVE ,u. EXISTING EDGE R PAVEMENT �- LIVE ST. R.C.P. REINFORCED CONC.PIPE PROJECT E r. EDGE r F PAVEMENT TYPICAL / .I. POINT OF INTERSECTION SITE EXISTING SPOT ELEVATION CONSTRUCT AC OVER AB Y H.P. HIGH POINT SO STORM DRAIN LEMON STREET B.C.R. BEGIN CURB RETURN DIN DOMESTIC WATER j j i REMOVE AC PAVEMENT AND BASE E.C.R. END CURB RETURN SS SANITARY SEWER M.O.V.C. MIDDLE OF VERTICAL CURVE RW RECLAIMED WATER ———————— TRAFFIC SIGNAL CONDUIT cT O.C. ON CURB CENTERUNE � PIN. POR77ON BLVD. BOULEVARD RD. ROAD MOTH VICINITY MAP BUNDY CAMN W LENGTH AVE. BEET NOT TO SCALE DR. DRIVE J.S. JUNCTION STRUCTURE GENERAL NOTES M.H. MANHOLE R/W RIGK-OF-WAY 1. NOTE TO CONTRACTORS:THE EXISTENCE AND LOCATION R ANY UNDERGROUND SHEET INDEX UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A Qp� SEARCH OF AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF LAKE ELSINORE DOES NOT CONSTITUTE A REPRESENTATION AS TO THE \ SHEET STREET PLAN DESCRIPTION ACCURACY OR COMPLETENESS OF THE LOCATION,NOR THE EXISTENCE R \ NON-EXISTENCE OF ANY UNDERGROUND UTILITY,PIPE OR STRUCTURES WITHIN 1 TITLE SHEET THE UNITS OF THE PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEASURES FOR THE PROTECTION R ALL UTILITIES,PIPES ';��. 2 CONSTRUCTION NOTES AND DETAILS OR STRUCTURES, WHETHER SHOWN ON THESE PLANS OR NOT. ANY UTILRY DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR CITY MISSION(RAIL STA 34+83.76 TO STA 41+26.61 REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY BY THE MBSION TRAIL LAKE EL r,, CONTRACTOR AT HIS EXPENSE — — — 4 MISSION TRAIL STA 63+76.56 TO STA. 63+8765 - - _ — — — — — — _ �� . 5 U71LIR'PLAN 2. ALL WORK SHALL CONFORM TO CITY CODES AND STANDARD DRAWINGS,STANDARD — —. - — — — — — — .-• _ —— . .. of H=W� — — — — 4 SPECIFICATIONS FOR PUBLIC WORKS(LATEST EDITION),AND STANDARD DRAWINGS f crtYOF I SHEET SIGNING AND STRIPING OF THE COUNTY OF RIVERSIDE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE VYI-DOIAAFi IBC FAMILIAR WITH THESE STANDARDS AND CODES AT ALL TIMES. I I I 3 I 6 SIGNING AND STRIPING PLAN MISSION TR AT LEMON ST J. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS INSPECTOR 48 HOURS I (D Ii3SS 7 TRAFFIC SIGNAL PLAN MISSION TR AT LEMON ST PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT(951)677-7751 I I I I I 8 IRIF'FlC SIGNAL PLAN MISSION TR AT OLIVE ST BETWEEN THE HOURS OF 9:00 AM. TO 4:00 P.M.MONDAY THROUGH THURSDAY. 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRINS I I TRAFFIC MANUAL AND WATCH MANUAL AT ALL TIMES DURING CONSTRUCTION AS APPROVED BY CITY ENGINEER OR HIS REPRESENTATIVE. FAILURE TO DO SO SHALL REQUIRE IMMEDIATE WORK STOPPAGE. II 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A RESPONSIBLE REPRESENTATIVE AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. 6. IT SHALL BE THE RESPONSIBILITY R THE CONTRACTOR TO ARRANGE FOR THE L NECESSARY RELOCATION R ANY UTIU77ES. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES INVOLVED AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. THE GRAPHIC SCALE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT(U.S.A.)AT 400' 0 200' 400' 800' 1600, 1-BW-227-2600 AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA,AND RELOCATION AND COST R ALL EXISTING UTILITIES SUBDIVIDER MUST INFORM CITY OF LAKE ELSINORE AND CITY OF WILDOMAR R CONSTRUCTION SCHEDULE ENGINEER NOTICES INDEX MAP PRIOR TO THE BEGINNING OF CONSTRUCTION. 8. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PUCE PRIOR TO PAVING 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND SCALE: 1"=400' THE STREET SECTION, INCLUDING BUT NOT LIMITED TO SEWER, WATER, TELEPHONE, COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS WRING THE COURSE OF ELECTRICITY, GAS,AND DRAINAGE FACILITIES CONSTRUCTION,INCLUDING PERSONS AND PROPERTY REQUIREENTSHALL APPLY CON77N000V�AND NOT BE LIMITED TO NORMAL LEGEND CITY OF WILDOMAR GENERAL NOTES 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER WORKING HOURS. THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD ROUGH GRADING TO DETERMINE THE EXACT SECTION REQUIRED. SECTION THICKNESS THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,REAL OR 1. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR SHOWN ARE FOR BONDING PURPOSES ONLY. ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT Q =STREET IMPROVEMENT SHEETS CONTRACTOR TO APPLY TO THE CITY OF WILDOMAR PUBLIC WORKS 10. ALL RISING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN ELEVATIONS VERIFIED PRIOR 70 CONSTRUCTION. THE ENGINEER OF RECORD SHALL BE OWNER R ENGINEER. PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE; NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS. THE REVISIONS SHALL BE AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL IN THE FORM OF As-BULLY PEWS SUBMIITE'D TO THE CITY ENGINEER FOR APPROVAL PRIOR 2. ALL UNDERGROUND UTILITIES OR STRUCTURES,REPORTED OR FOUND ON CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF TO THE FINAL ACCEPTANCE OF THE PROJECT BY THE CITY ENGINEER. PUBLIC RECORDS,ARE INDICATED WITH THEIR APPROXIMATE LOC477ON AND CONSTRUCTION ACTIVITIES FOR THIS PROJECT.ADDITIONAL STUDIES EXTENT, THE OWNER,BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE AND/OR PERMITS MAY BE REQUIRED. 11. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION IMPROVEMENTS HEREON,AGREES TO ASSUME LIABILITY AND HOLD THE SHALL BE REPLACED CRY STANDARDS AS APPROVED BY THE CITY ENGINEER. ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF UNDERGROUND UTIL177ES OR STRUCTURES NOT REPORTED OR INDICATED ON THE PROPOSED WORK AREA,AND RELOCATION COSTS OF ALL CENTERLNE TIES ARE TO BE FURNISHED TO THE CITY ENGINEER UPON COMPLETION OF PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR EXISTING UTILITIES. PERMITTEE MUST INFORM THE CITY OF WILOOMAR THE PROJECT BEFORE ACCEPTANCE IS GROUTED. RECORDED LOCATION THE CONTRACTOR IS REQUIRED TO TAKE WE OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEFORE ISSUANCE OF SAID PERMIT, AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES STRUCTURES, BEGINNING OF CONSTRUCTION. PHONE: (951)677-7751 FOR PERMIT WITHIN PUBLIC RIGHTS-OF-WAY. T THE SHOWN AND ANY OTHERS FOUND THE SITE. IT SHALLLL BE THE CONTRACTOR'S BEGINNING P.U., P.P., OR VOLUNTARY) RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES CASES( Y) CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH A CERTIFICATE OF CONCERNED BEFORE STARTING WORK. 3.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE INSURANCE,REWIRED BONDING FOR PUBLIC IMPROVEMENTS. THE ENCROACHMENT PERMIT RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT IMPROVEMENT MUST BE PRESENT AT THE JOB SITE WRING THE TOTAL TIME FRAME OF PROJECT 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR STANDARDS AND SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE CONSTRUCTION WITH APPROVED SET OF IMPROVEMENT PLANS. LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL NO.461 AND SUBSEQUENT AMENDMENTS. CHANGES TO THESE PLANS MUST B IN WRMNG AND MUST BE APPROVED BY 4. ITS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR 13. STREET LIGHT STANDARDS FOR ARTERIAL STREET SHALL CONFORM TO RIVERSIDE THE PREPARER OF THESE PLANS. DEVELOPER TO INSTALL AND MAINTAIN ALL CONSTRUCTION, COUNTY STANDARDS No. 1001 d FOR RESIDENTIAL STREETS SHALL CONFORM TO REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT OMITS RIVERSIDE COUNTY STANDARD No. 1000. 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. AND I7S SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR WILDOMAR ACCEPTANCE BY THE CITY THIN TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND TO BIDDING FOR CONSTRUCTI CITYO IS FOR THE AREA WITHIN F WILDOMAR R/W ONLY ACCEPTANCE OF THE PROJECT BY THE CITY OF WILDOMAR. CITY O IP 10-0,923 2 * SOIL ENGINEER: OWNER `1 DIAL TOLL FREE McMIWN SUMMERLY,LLC GRAPHIC SCALE CITY OF WILDOMAR SOILWORKS,INC. 1-800-227-2600 EARTH SCIENCES GROUP PABOX 8104 �w o m m ev +er PUBLIC WOR D RTMENT aT tFwsr Two opts 3130 AIRWAY AVENUE SAN DIEGO,CA 92186-5104 sffORE YOU Oro COSTA MESA,CA 92626 T(619)794-1252 source wmr a � ACCEPTED BY: DATE: I PH:714-668-5600 www.soilwoAcsinc. F(619)336-3010 ( IN FEET) SU00 QV 12/22/11 1 inch- 40' tL WAT%SEWER APPROVED BY REVISIONS: PREPARED UNDER SUPERVISION OF: PREPARED BY: CRY OF LAKE ELSINORE ELSINOORE VALLEY MUNICIPAL WATER DISTRICT 3 PETERS CANYON, SUITE 110 v pAtOFESSI WIL30N MIKAMI S1y—TpACT NO,,'�1D2Q-1 CORPORATION IRVINE, CA 92606 SHEET o o SCOTT M.WILSON DATE OFF-SITE STREET MPROVEIuIENT PLANS ONCE N0.49864 EXP. 9-30-12 T: 949-679-0090 GENERAL MANAGER DATE: '' 1TTLE SHEET OF No.49884 THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE SCALE: AS NOTED BENCHMARK: DEPARTMENT APPROVALS * Ex cv�cns * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS B 8DESCRIPTION ✓?qlF °1V1L �P THE STATE LAWS,AND PERMIT CAN BE ISSUED. DISC IN CONCRETE POST 72'NORTH OF'T"INTERSECTION OF MISSION TRAIL If ST. OLIVE ST. SHEETS S DESIGNED BY: KAM DRAWN BY: KAM CNUf pY yY DATE: CORYDON STREET AND MISSION TRAIL. 27'EAST OF THE CENTERLINE N ENGINEERING WATER SUPERINTENDENT WASTE WATER SUPT. CHECKED BY: CC PROJECT MANAGER: SCOTT M.NILSON N SEUMALO R.C.E 56915 CITY ENGINEER OF MISSION TRAIL W.O. FOR: F.B. FILE NO.